Experimental study on assembled monolithic steel-prestressed concrete composite beam in negative moment

2020 ◽  
Vol 167 ◽  
pp. 105667 ◽  
Author(s):  
Yu-Hang Wang ◽  
Jie Yu ◽  
Jie-Peng Liu ◽  
Bao-Xu Zhou ◽  
Y. Frank Chen
2014 ◽  
Vol 889-890 ◽  
pp. 1445-1449
Author(s):  
Shuan Jiang ◽  
Li Li Bai ◽  
Wei Chen Xue

Steel-concrete composite beam prestressed with internal tendons (SCCPIT) is composed of prestressed concrete slab, steel beam and shear connectors, etc. At present, there is no calculation formula for crack width of SCCPIT in current design codes like European standard Eurocode 4 or American code ASSHTO LERD Bridge Design Specification (2004). In this paper, calculation formulas for crack width of nonprestressed steel-concrete composite beam provided in Code for Design of SteelConcrete Composite Structure (DL/T 50851999) were adopted as a basis for modification. On the basis of available test results, calculation formulas for uneven coefficient of reinforcement strain and average crack space were modified by consideration of concrete slab width and combined force ratio. Hence, empirical calculation formulas for crack width of SCCPIT under negative moment were proposed. In order to verify accuracy of proposed formulas, available test results including results of five simply supported SCCPITs previously conducted by author were introduced, and comparisons indicated that calculated values were in good agreement with test results.


PCI Journal ◽  
1973 ◽  
Vol 18 (5) ◽  
pp. 85-100 ◽  
Author(s):  
Arthur E. McMullen ◽  
H. Roger Woodhead

Author(s):  
Baoqun Wang ◽  
Dejin Xing ◽  
Chengyong Chen ◽  
Zhongnan Tian ◽  
Gangnian Xu

2016 ◽  
Vol 108 ◽  
pp. 1-11 ◽  
Author(s):  
Małgorzata Lachowicz ◽  
Krystyna Nagrodzka-Godycka

2019 ◽  
Vol 180 ◽  
pp. 494-509 ◽  
Author(s):  
Yu-Hang Wang ◽  
Jie Yu ◽  
Jie-Peng Liu ◽  
Y. Frank Chen

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